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HomeMy WebLinkAboutPermit D06-235 - Sabey Corporation - Microsofit MSN - WallMICROSOFT (MSN) • 3433 S 150 ST D06 -235 • • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3433 S 120 PL TUKW Suite No: Tenant: Name: MICROSOFT MSN Address: 3433 5 120 PL, TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA Contact Person: Name: NICK TERRILE Address: 1221 4 AV, SEATTLE WA Contractor: Name: UNIMARK CONSTRUCTION GROUP LLC Address: 1221 FOURTH AVENUE, SEATTLE, WA Contractor License No: UNIMACG984CA DESCRIPTION OF WORK: DEMOLISH TOP 6' OF CONCRETE WALL. CUT IN 10 LOUVERS INTO WALL, WHICH WILL RECIVE STEEP SUPPORT AT OPENINGS. Value of Construction: $194,500.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: Devperm DEVELOPMENT PERMIT Water Main Extension: Private: Public: Water Meter: N ** Continued Next Page ** Permit Number: D06 -235 Issue Date: 06/28/2006 Permit Expires On: 12/25/2006 Phone: Phone: 206 346 -3031 Phone: 206 628 -5110 Expiration Date:02 /01/2008 Fees Collected: $3,125.11 Uniform Building Code Edition: Occupancy per UBC: Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage Street Use: Profit: N Non- Profit: N 006 -235 Printed: 06 -28 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read an Signature: Print Name: doc: Devperm lAcm )9 ordinances governing this work will b mpliedJwith, whether specified herein or not. s permit and know the same to be true and correct. All provisions of law and The granting of this permit does not •resume to give authority to violate or cancel the provisions of any other state or local laws regulating con , or the or nce of work. I am authorized to sign and obtain this development permit. Date: me Iv ade This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 006 -235 Printed: 06-28-2006 Parcel No.: 1023049069 Address: 3433 5 120 PL TUKW Suite No: Tenant: MICROSOFT MSN City aTukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -235 Status: ISSUED Applied Date: 06/16/2006 Issue Date: 06/28/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Installation of high - strength bolts shall be periodically inspected in accordance with AISC specifications. Steven M. Mullet, Mayor Steve Lancaster, Director 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special Inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish Inspection reports to the Building Official in a timely manner. 6: A final report documenting required special Inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final Inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final Inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All wood to remain in placed concrete shall be treated wood. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Conditions * *continued on next page ** 006 -235 Printed: 06 -28 -2006 City dr/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. Signature: Print Name: doc: Conditions 006 -235 Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws Date: 6/2-eV/Or Printed: 06- 28.2006 CITY OF TUKWIL4 Community DevdopmerLipartment Public Works Department Permit Center 4300 Southcenter Blv,d., Suite 100 Tukwila, WA 98188 qittn://www.gi.tukwila.wa.ds Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print" King Co Assessor's Tax No.:AS_ Site Address: "V-fl' s, Q\ OVA) A 41.. % tA I (bisuite Number: Floor: a Tenant Name: IIA■croc ok k_VAS 1 ••• •• \ New Tenant: EL... Yes D..No Property Owners Name: S A.1941-1 ( 0 p . Mailing Address: 1 SIALe ovat I on 11( A Name: P11 e..k. Company Name: Mailing Address: Contact Person: E-Mail Address: Sa ant- ApplicationsTans-Applications On LinM3-2006 - Permit Application doc Revised: 4-3006 bh Ara ei del ttct City CtSL(6t Zip Se_edod4*... :ARCHITECT OF RE CORD - Ail Limn must be wet stamped by Architect oflitecord State Day Telephone: 20 6.--vt (0 -10? Son-eiflo . 4...) A eittt) ( City State Zip Fax Number: c ia‘ Es-1 4 1 "tAn-- Mailing Address: ( 441 A, fa _ E Address: Mc.. It-4 ef. tAvil ovicati. ce.) . Leven GENERAL CONTRACTOR INFORMATION - (Contractor information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: NA-% k_ (4•Acknta.c-k • Mailing Address: V2.1. 1 - " Contact Person: 1 c-C— E-Mail Address: 1,6 €2 Li .4) Melt G 6 Lin Fax Number: fr (t) ^ Contractor Registration Number: is �2 - -7 ‘4 Expiration Date: City Day Telephone: w et% ta State Zip 2. c.)41- 1 , 140 - Company Name: Let fel knoll .t4 Mailing Address: j7jgO �4t4,,i444l ne N 5 /67/ A oneks VA 14633 City State Zip Contact Person: 4 &lady Kart° a ;" Day Telephone: 70 3 - 7 Er -43 12 E-Mail Address: Fax Number: 10 3 ;6-4,/ 3 4ea ; ENGINEER OF RECORD --All piens must be wet stamped by Engineer of Reco State Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ ott TOO Scope of Work (please provide detailed information): 1.1eAtAb qo tO tV CC) i 4.. %Nat\ U/'IM -� W � to p �h 1� L r ` Existing Building Valuation: $ A( (e) t'I'M! kit- AMU. C•A 1M (t l SktA 511160A Will there be new rack storage? El ..Yes No (If yes, a separate permit and plan submittal will be required) Provide Aft Bulding Areas hi Square Cage Bel & Tlhor ,- 2 Floor 3mFldor `.`. Floors Accessory Structure *. c" • Detached Garage Attached Carport: -, Detached Carport Covered Deck Uncpvered Deck Existing it tsrior jte iedel Addition #o fags4n ' :: SStructure Type. of Qc eupancflee IBC .,. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary tesidence. Number of Parking Stalls Provided: Standard Compact: .: Handicap: Will there be.a change in use ?.. ❑ ....Yes\.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ..Yes ..No If "yes'', attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Materi AF S a ety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. QMpplicatiooeWam.-Applications On Line 3 -2006 - Permit Application.doc Revved: 4-2006 bh Paget of Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food-waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLII1V113ING OD GAS PIPING =Tour INFORMA.TION -206431- PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E-Mail Address: Contractor Registration Number: p Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: OtApplicationsWerms-Applicadons On Line:U-2006 - Permit Application. doe Revised: 4-2006 bh Expiration Date: Page 5 of 6 Date Application Accepted: 1 �� / Date Application Expires: IZI ILG I� Staff Initials Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Signature: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: , /G 7;;:erse /— - Mailing Address: Of / t 'Ee Use 4 a-Q/k' G 7 • Coss.[ Date: 06/a° Day Telephone: ZO 6 - 3Y6- 3o3 / . ./Y4- ar 4 Tet/O / City State Zip Q:Upplicnions'Forms-Applications On Line3-2006 - Permit Appliention doe Revised: 4 -2006 bh Page 6 of 6 ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3433 S 120 PL TUKW Suite No: Applicant: MICROSOFT MSN Payee: UNIMARK CONSTRUCTION GROUP LLC TRANSACTION LIST: Type Method Description BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Receipt No.: R06 -00936 Payment Amount: 1,895.78 Initials: 7EM Payment Date: 06/27/2006 12:46 PM User ID: 1165 Balance: $0.00 Amount Payment Check 30776 1,895.78 Account Code Current Pmts 000/322.100 1,891.28 000/386.904 4.50 Permit Number: D06 -235 Status: APPROVED Applied Date: 06/16/2006 Issue Date: Total: 1,895.78 5858 06/27 9716 TOTAL 1895.78 doc: Receipt Printed: 06 -27 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3433 S 120 PL TUKW Suite No: Applicant: MICROSOFT MSN Receipt No.: R06 -00885 Payment Amount: 1,229.33 Initials: JEM Payment Date: 06/16/2006 02:30 PM User ID: 1165 Balance: 51,895.78 Payee: UNIMARK CONSTRUCTION GROUP LLC TRANSACTION LIST: Type Method Description Amount Payment Check 30708 1,229.33 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 1,229.33 Permit Number: D06 -235 Status: PENDING Applied Date: 06/16/2006 Issue Date: Total: 1,229.33 6576 06/19 9716 TOTAL 1229.33 doc: Receipt Printed: 06 -16 -2006 Project:: A i C�r9 ci7 / Type of Inspection: V r� 7a � f iyiiTae Address: 3 3 �/ % /20R Date Called: Specia nstr ctions: 47 nit/A- ��77�� o el Date Wanted: /0 Ca.% P.m Requester; r- frt--/ hone No: _ 7 9'171 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)437' -3)670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: ,( �/ /fie Sn 11 rT M c/(/ Type of Inspection: \f 7 ti 9 `)7/ (d: Address: � .A 3 3 .c ?. Date Called: Special Instructio ` - r' erep3 .�-C >) Date Wanted: /� a .m` /�2 p:m Requester: Phone No: -� �,/ 2a - 2i S - - e- 49 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 COMMENTS: n, —44 te, ,G 17 "LPL, yvii.lG��L •' Approved per applicable codes. PERMIT NO. Corrections required prior to approval. ri $58.O�REINSPECTION FE6 Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: ascsue INNIMIllineallS OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO-4-US • Fax (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: 10 ) October 23, 2006 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: TK2 Chiller Modification Permit Number: D06 -235 Address: 3433 S 120 Place, Tukwila Job Number: 06 -408 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items Inspected are: 1. Epoxy grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. suoaxn e \ u - r Susan Rosenau -Moser Vice President Fax c: Unimark Construction Attn: Jerry VanGonge RECEIVED OCT i 2006 BUILDING DEPARTMENT October 23, 2006 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: TK2 Chiller Modification Permit Numbe Address: 3433 S 120 Place, Tukwila Job Number: 0 We state that the work requiring special Inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Epoxy grouting Sincerely, 0170 ROSENAU & ASSOCIATES, INC. sccainP_ezxiu- R'r) Susan Rosenau -Moser Vice President fiL OTTO ROSENAU & ASSOCIATES, INC. Fax c: Unimark Construction Attn: Jerry VanGonge Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. 1. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECE OC T 2 7 206 DiDuT OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnlcal Engineering, Construction Inspection & Materials Testing AUli 181006 CONSTRUCTION INSPECTION REPORT p MOUNi ►'AOEIy Report Number. 51960 Description: Epoxy Project: TK -2 Chiller Modifications Permit Number: 006 -235 Address: 3433 S. a PI, Tukwila Job Number. 06-408 Client: Unimark Construction Group Client Address: 1221 Fourth Ave, Seattle Inspector and Date Remarks John Reeder On site to inspect epoxy ( Hilti HY -150 Exp. 12/06 ) of 5/8" threaded rod with min of 8° embed in CMU 07/28/2006 wall at top of walls for new channels to be installed per approved plans Does Conform Copies to: X Client Contractor (f�] ,�, -- ^^. � Architect X Building Dept. Tectmical Responsibility: �^(�(�{'1 l�J�(,�lA X Engineer Bob Schaefer, Project Manager This report applies only to the kerns tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1.8388-01TO -4-US - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 48526 Description: Epoxy Does Conform CONSTRUCTION INSPECTION REPORT Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer RECEIVED 'JUL' 21 7171)5 D EVELOPMENT COMMUNITY Project: TK -2 Chiller Modifications Permit Number. D06 -235 Address: 3433 S. 120s PI, Tukwila Job Number. 06 -408 Client: Unimark Construction Group Client Address: 1221 Fourth Ave, Seattle Inspector and Date Remarks John Reeder On site to inspect epoxy ( Hilti Hy -150 expiration date 12/2006) of 5/8" threaded rod with min of 8" 7/1/2006 embed in CMU wall at two locations north wall and 1 on east wall per approved plans. Bob Schaefer,Projed Manager This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our fine is strictly prohblted. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888-OTTO4US - Fax (206) 723 -2221 P!-- • ta ME COPY Permit No. OATACENTER STRUCTURAL CALCULATIONS '-Ins. TK2 DATA CENTER CHILLER WALL MODIFICATIONS Job No. CA0908 Revision: 0 Date: 05/16/06 Critical Engineering Group 3527 Mt. Diablo Boulevard #214 Lafayette, CA 94549 ATI Engineering Services Inc. 3860 Blackhawk Road Danville, Califomia 94506 (925) 648-8800 Originator: Gennady Korensvit, P.E. Checker: Thomas C. Ewert, S.E. Approver: Michael Rojansky, S.E. REVIEWED FOR CODE COMPLIANCE Annn JUN 2 3 WM dui Ct9 Of Tukwila BUILDINP nnnstoni RECEIVED CITY OFTUKINIA IX 1 6 2006 PERMIT CBITER poto 2.S5 'oN aSEd LLV s Ma ft , I - 5/ail IN) J 2 )' if191344 --1 v N 1 rvto 0-i 0-7 of — •R tf-,1 ° 5 I - 7-7 -V PI r'04� ,S rid nip L Na ''v & 4 - Ni l 42 11 041.0-- S S - 31 S 1 L,p n-n! r3N �� ( s / ' JAN/ Y -- 7ha,4i7 f /v r" Q o- , 111 M rr 2 °71/ 0137 na3i l 4P2 ,-pp r" 5CN S 57.-4-7 iv N %Jet o w �1/3 l iv, od (M 2�Id ) jf(00w -1 o (5) M J — 1i t / iQ Cm) 9! 1 SS u 2. LA fed-4-1, /,0 4-0 oil 1, 4 tC— ! S 1$ 1,-) 11 1°5,9 CS So IS , Con) s C-rIA1 -1 Na,QI = 1° rtS - 11%. rr ()A/ Pier— re so, 3 tJp Fastrtyy5 C „ rre_ � X �'.. ZS' N tr* fr t j E X 5T ^ler :CC): silt) (16. 2 /os XlOyq 3/.(0 L4 ? /ok) pear/ b / A 950" t rtiorLS 1 CA-3 E -- Z d.0 fl 3 T ° J' eon' — cpNsor-✓ivri _ ATI / y3 / .15 4 Page No. 2— / O lit oA eAJT MDori -iap r 'Pre—: IAA M M ct 2 PE 6 o 1 4- g lees 5 A LA ) k M ZQSuJ 04 4 - 15,1) o- rJ 72S Z /i2. c (Ai 5 w 4 1 r mom- Frto'" t ies/ A-0 prcor 47264- = 3� S I cb 13 ue / PS P & ono —a 2 /, 3S X14 SE t-Lf E ) W *LL I S yt o rtt g w r 6111 rLLoC,G /C9' x F - " n id 6- UL A m ATI Page No. (9h --et (6) s-.- -c 7 �{=t5 YL. J) amt o " ' S et Cd ra TEfIiLJ a tieT (JT` Ng? c F traa ATI Page No. 4 Rev: 5880100 User. KW- 0605648. Ver 5.6.1, 25-Oct -2002 (0)1983.2002 ENERCALC Enalneertng Software Description General Information Calculations are designed to 1997 UBC Requirements Loads Wall Height Thickness Reber Size Reber Spacing Rebar Location Solid Grouted Vertical Loads... Uniform Eccentric Load... Dead Load Live Load Eccentricity Roof Concentric Load... Dead Load Live Load Roof Factored Load Analysis Basic Moment without P -Delta Basic Deflection without P -Delta Moment in excess of Cracking Moment Max. Iterated Wall Deflection Max. Iterated Wall Moment Service Load Analysis Basic Moment without P -Delta Basic Deflection without P -Delta Moment in excess of Cracking Moment Max. Iterated Wall Deflection Max. Iterated Wall Moment 0.00 #/ft 0.00 #/ft 0.00 in 10.00ft 10.0 in 5 16 in Center Title : Dsgnr: Description : Scope: Slender Masonry Wall Seismic 6,168.96 in-# 0.01 in 0.00 in4 0.01 in 6,174.23 in-# Seismic 4,406.40 in-# 0.01 in 0.00 in-# 0.01 in 4,409.54 in-# fm ty Wall Wt Multiplier Medium Weight Block Fr = 4.0 • (fm)^.5 Seismic Factor Job # Date: 4:54PM, 17 MAY 06 1,500.0 psi 60,000.0 psi 1.00 2.50 0.300 Wind Load (full heignt) 30.00 psf Lateral Loads... Point Load height Seismic Distributed Load 0.00 #/ft Dist. to Top 0.00 #/ft Dist. to Bottom Seismic 900.00 ibs 10.00 ft 0.00 #/ft 0.00 ft 0.00 ft Wind 5,850.00 in-# 0.01 in 0.00 in-# 0.01 in 5,855.15 in4 Wind 4,500.00 in-# 0.01 in 0.00 in-# 0.01 in 4,503.30 in-# 10.00ft high, 10.00in thick w/ #5 bars at 16.00in on center at , MedWt Block fm = 1,500.0psi, Fy = 60,000.0psi, Special Inspection Req'd, Solid Grouted Factored Load Bending : Seismic Load Governs Service Load Deflection : Wind Load Govems Maximum Iterated Moment : Mu 6,174.23 in-it Maximum Iterated Deflection 0.007 in Moment Capacity 49,463.09 in-# Deflection Limit 0.840 in Mn • Phi : Moment Capacity Mu: ( 0 .9D +1.0E),(1.20 +1.3W +f1 +.5Lr) Mu: ( 1 .2D +f1•L +1.0E),(1.2D +1.6Lr +.8W) Overstress Precentage Allow Deflection: 0.007 • Height Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max. Reinf. Percent = 0.5 • Rho Bal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.04 • fm Seismic 49,463.1 in-* 6,174.2 In-# 6,174.2 in-# 0.00 0.840 in 0.007 in 18,199.3 0.0041 0.0053 4.24psi 60.00 psi 0.0041 0.0053 Wall Design OK Wind 49,463.1 in-# 5,855.1 in-# 3,603.2 in4 0.00 0.840 in 0.007 in 17,820.3 4.24 psi 60.00 psi Rev: 560100 User. KW- 0605648. Ver5.8.1, 25-Oct -2002 (o)1983 -2002 ENERCALC Engineering Software Description Vertical Load Summary... OL © Max. Mom Loc. LL © Max. Morn Loc. 0.9 " Dead Load 1.05 * Dead Load 1.275' Live Load Wall Weight Wall Weight * Seismic Factor Phi Equivalent Solid Thickness Gross Area A -steel As - Percent As- Effective = (Pu + As " Fy) / Fy As -eff: Wind As-eff : Seismic 'a' : Compression Block 'a' : Wind 'a' : Seismic 490.00 Ibs 0.00 Ibs 441.00 Ibs 514.50 Ibs 0.00 Ibs 98.00 psf 41.16 psf 0.80 9.62 in 115.44 In 0.23 in2 0.0041 0.95 in 0.95 in Title : Dsgnr: Description : Scope : Slender Masonry Wall Load Summary Lateral Load Summary... 1.3* Wind Load 1.7" Wind Load Seismic Factor Wall Wt. 1.43 Seismic Weight 1.87 " Seismic Weight Reber "d" Distance Job # Date: 4:54PM, 17 MAY 06 39.00 psf 51.00 psf 41.16 psf 58.86 psf 76.97 psf 4.75 in Page 2 Mn = Phi' As-eff " Fy* (d -a/2) Wind Seismic Em= 750'rm n= 29E6 /Em Fr= 2.5 *(Pm)e.5 0.241 in2 Sgross 0.241 in2 Mcracking = Sgross " Fr I -Gross I- Cracked - Wind I- Cracked - Seismic Phi: Wind Phi: Seismic 49,463.09 in-# 49,463.09 in-# 1125000.00 psi 25.78 96.82 ps 185.28 in 17,939.86 in 891.67 in4 87.74 in4 87.74 in4 0.800 0.800 -29.40 psf -30.00 psf nic Load -F tra- at- -Y -y rat- Wind Load 10.00 if Fy= 60000.psi Pm = 1500.psi Using: #5 (] 16.in Thick =10.in h 455 40115? nE 6-a--,4-re/tv , ii¢kd 4fAJC Scrs « S / kirdo Ift c-/'S Pie a c.t-Au t eel C9k's- M �� "A voet-c S x = il. 1 2 r 1 4 er = 1 93 1' / k la x I e L44-05 90 ps s = 'lo 9/f C za- ) 0 Lag G-- R 0.9 SS ks; _ 700 /b. 2 I t ATI Page No. ,LX 1200//t4 ELM') 4 + 6, 00 3 /1 3 e4(2't ')Cs — bit. a /fix x Si sky = G -/b 0 2' ' Go kNVtt or✓5 2- s /s " eifioxeEL9 po 64E-L-c & lz"o. g I NS fee-on t4 4_ 0 =0IA- C Ioc ESL) ATI cOlC Page No. ACTIVITY NUMBER: D06 -235 DATE: 06 -16 -06 PROJECT NAME: MICROSOFT (MSN) SITE ADDRESS: 3433 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: mow Bulking Division Public Works rg Structural (?Sb114/1 ( (//40 - o@ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Comments: Notation: Documents'rouling slip.doc 3 -3843 ` 'PERMIT COORD COPY `' PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: 51b uGt L•2 r Fire Prevention Incomplete ❑ (k il ett Pit ping Division ❑ Permit Coordinator ❑ DUE DATE: 06-20-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions d No further Review Required DATE: DATE: DUE DATE: 07 -18-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date PARKER, JOHN PARTNER/MEMBER 02/01/2002 MUNDLE, DAVIEL PARTNER/MEMBER 10/28/2004 UNICO INVESTMENT COMPANY PARTNER/MEMBER 10/28/2004 DELLINGER, JOHN PARTNER/MEMBER 02/01/2002 10/28/2004 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. 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